JPS63171966A - 建造物の制震装置 - Google Patents

建造物の制震装置

Info

Publication number
JPS63171966A
JPS63171966A JP331187A JP331187A JPS63171966A JP S63171966 A JPS63171966 A JP S63171966A JP 331187 A JP331187 A JP 331187A JP 331187 A JP331187 A JP 331187A JP S63171966 A JPS63171966 A JP S63171966A
Authority
JP
Japan
Prior art keywords
building
vibration
natural
mode
elastic
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP331187A
Other languages
English (en)
Japanese (ja)
Other versions
JPH047798B2 (enrdf_load_html_response
Inventor
渡辺　清治
徹 奥井
伊東　史郎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Ohbayashi Gumi Ltd
Obayashi Corp
Original Assignee
Ohbayashi Gumi Ltd
Obayashi Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ohbayashi Gumi Ltd, Obayashi Corp filed Critical Ohbayashi Gumi Ltd
Priority to JP331187A priority Critical patent/JPS63171966A/ja
Publication of JPS63171966A publication Critical patent/JPS63171966A/ja
Publication of JPH047798B2 publication Critical patent/JPH047798B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Vibration Prevention Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
JP331187A 1987-01-12 1987-01-12 建造物の制震装置 Granted JPS63171966A (ja)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP331187A JPS63171966A (ja) 1987-01-12 1987-01-12 建造物の制震装置

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP331187A JPS63171966A (ja) 1987-01-12 1987-01-12 建造物の制震装置

Publications (2)

Publication Number Publication Date
JPS63171966A true JPS63171966A (ja) 1988-07-15
JPH047798B2 JPH047798B2 (enrdf_load_html_response) 1992-02-13

Family

ID=11553812

Family Applications (1)

Application Number Title Priority Date Filing Date
JP331187A Granted JPS63171966A (ja) 1987-01-12 1987-01-12 建造物の制震装置

Country Status (1)

Country Link
JP (1) JPS63171966A (enrdf_load_html_response)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03107642A (ja) * 1989-09-21 1991-05-08 Takenaka Komuten Co Ltd 制振床構造

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03107642A (ja) * 1989-09-21 1991-05-08 Takenaka Komuten Co Ltd 制振床構造

Also Published As

Publication number Publication date
JPH047798B2 (enrdf_load_html_response) 1992-02-13

Similar Documents

Publication Publication Date Title
Harvey Jr et al. Double rolling isolation systems: A mathematical model and experimental validation
Abdel Raheem et al. Ground motion spatial variability effects on seismic response control of cable-stayed bridges
Wang et al. Building mass damper design based on optimum dynamic response control approach
Collette A combined tuned absorber and pendulum impact damper under random excitation
Majcher et al. Kinematically excited parametric vibration of a tall building model with a TMD—Part 1: Numerical analyses
Lee et al. Enhancement of structural seismic performance of low-rise buildings using displacement-dependent tuned mass damper
Shirai et al. Optimal sliding force characteristics of friction dampers for seismic response control of building structures considering sway-rocking motion
JP5403372B2 (ja) トラス梁の構造
Barros et al. Influence of seismic pounding on RC buildings with and without base isolation system subject to near-fault ground motions
JP2009007916A (ja) 制振構造およびその諸元設定方法
Wang et al. A Double‐Tuned Pendulum Mass Damper Employing a Pounding Damping Mechanism for Vibration Control of High‐Rise Structures
Marzbanrad et al. Optimal preview active control of structures during earthquakes
Wang et al. Damper placement for seismic control of super-long-span suspension bridges based on the first-order optimization method
Li et al. Vibration Control Performance Analysis and Shake‐Table Test of a Pounding Tuned Rotary Mass Damper under the Earthquake
JPS63171966A (ja) 建造物の制震装置
Solarino et al. Mitigation of amplified response of restrained rocking walls through horizontal dampers
Son et al. Response reduction of two DOF shear structure using TMD and TLCD by considering absorber space limit and fluid motion
Zou et al. Vibration control of soil-structure systems and Pile-Soil-Structure systems
JPS6319437A (ja) 建造物の制震方法
JPH0718270B2 (ja) 建物の屋根等の重量を利用した動的制振方法および装置
Zou et al. Pounding of adjacent buildings considering pile-soil-structure interaction
JPH0478785B2 (enrdf_load_html_response)
Kenarangi et al. Application of tuned mass dampers in controlling the nonlinear behavior of 3-D structural models, considering the soil-structure interaction
JP6116430B2 (ja) 制振システム
JP7364476B2 (ja) チューンドマスダンパの性能評価方法